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在松散土、软土和地下水丰富地区土钉墙支护中采用了复合土钉墙技术,并借助有限元方法对其作用机理进行了研究,及通过与工程实例的对比检验验证这一方法的合理性和适用性。
In the soil-nailed wall supporting area where loose soil, soft soil and groundwater are abundant, the composite soil nailing wall technology was adopted, and its action mechanism was studied with the help of the finite element method, and verified by comparison with engineering examples. Rationality and applicability.